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31M04NW2020 2.22840 CHAMBERS 010
ASSESSMENT REPORT ON
WILSON LAKE MOBILE METAL ION REGIONAL SAMPLING PROGRAM
HANSON LAKE CLAIM GROUP CHAMBERS TWP.
G-3416
Prepared For:
TEMEX RESOURCES CORP.4307 Kerry Road, Unit 100
Burlington, OntarioL7L 1V8
Distribution:
2 Copies - Ministry of Northern Development 8c Mines3 Copies - Temex Resources Corp.
January, 2002
"RECEIVEDj AN 2 b 2CD2
GEOSCIENCE ASSESSMENT OFFICE_____
Wilson Lake Project -2- Chambers Township Mobile Metal Ion Sampling Program_______________________________January. 2002
TABLE OF CONTENTS
1.0 INTRODUCTION.............................................................................................................................^2.0 CLAIM GROUP.................................................................................................................................43.0 LOCATION AND ACCESS ..............................................................................................................44.0 GEOLOGY........................................................................................................................................^
4.1 Regional Geology ...........................................................................................................................45.0 MMI SAMPLING RESULTS ............................................................................................................ 56.0 CONCLUSIONS...............................................................................................................................^7.0 RECOMMENDATIONS....................................................................................................................68.0 STATEMENT OF QUALIFICATIONS ............................................................................................ 7
LIST OF FIGURES
Figure l: Claim Location Map Figure 2: MMI Sample Location Map
LIST OF APPENDICIES
Appendix A: Sampling MethodologyAppendix B: MMI Sampling ResultsAppendix C: MMI Sample Descriptions
TEMEX RESOURCES CORP.
Wilson Lake ProjectMobile Metal Ion Sampling Program
-3- Chambers Township ____January. 2002
LO INTRODUCTION
From November l, 2001 to November 3, 2001 a regional mobile metal ion leach (MMI) sampling program was completed by Temex Resources Corp. (Temex) on the Hanson Lake Claim Group of the Wilson Lake Diamond project (Figure 1). All claims are held in good standing by Temex, of 4307 Kerry Road, Burlington, Ontario, L7L 1V8 (MNDM Client No. 303055). Geological staff on contract to Temex completed the work including Mr. Jim Laidlaw, Mr. Graham Stone, Mr. Gordon Hume and Mr. Angus MacDonnell completed the field work with Mr. Jim Laidlaw participating and supervising the field crews. Mr. Dan Bunner. Senior Geologist for Temex provided overall project supervision.
A total of 74 MMI soil samples, with 9 duplicate analyses were collected from 7 sampling lines (Figure 2). Samples were collected at 50 m intervals over known airborne and ground geophysical targets suspected to be potential buried kimberlitic intrusives. Samples were collected over top of the geophysical anomalies and off of the anomalies.
The objectives of the MMI sampling program were
* to obtain information that could be used as a lithological discriminator of potential 'blind' kimberlitic intrusions; and
* obtain additional information that could subsequently be used to assist in prioritizing potential drilling targets using the MMI, previous geophysical and kimberlitic indicator mineral till sampling and geological mapping data that Temex previously obtained.
The MMI soil samples were submitted to XRAL Laboratories in Don Mills, Ontario. All samples were analyzed for MMI-DD elements, which include:
MgCrTiCoNiRbSrYNb
PdBaLaTaCePrNdSmGd
TbErYb
The sampling methodology followed is described in the technical bulletins provided within Appendix A.
TEMEX RESOURCES CORP.
Wilson Lake Project -4- Chambers Township Mobile Metal Ion Sampling Program___________________________ January. 2002
2.0 CLAIM GROUP
The MMI sampling work was completed on a contiguous block of claims owned by Temex within Chambers Township. In total this contiguous claim block comprises 24 claim units or 384 hectares. Sampling was completed on both of the claims within the claim group. These claims were:
Claim Group Claim Number MMI Sampling Lines
Hanson Lake 1203044 72, 73, 74, 75 and 76 Hanson Lake 1203045 70 and 71
3.0 LOCATION AND ACCESS
The Hanson Lake Claim Group of the Wilson Lake diamond Project is west-north-west of the town of Temagami by about 12 km. Temagami is located about 100 km north of the City of North Bay which in turn is about 450 km north of the City of Toronto. A logging road running west off of Highway 11 may be used to reach the claims.
4.0 GEOLOGY
The following sections provide a brief description of regional and local lithology present within the MMI sampling area.
4.1 Regional Geology
The following description of the regional geology was obtained from a Report on Airborne Geophysical Target Field Evaluation prepared for Temex by Interbon Mineral Exploration and Services. The Report is entitled:
* Report of Airborne Target field Evaluation, Wilson Lake Property, NTS 31 M, Interbon Mineral Exploration C& Services, September l, 2000, Rick G. Bonner (A uthor)
"The Wilson Lake Project is heated approximately thirty kilometers to the west of the southern end of Lake Timiskaming. It is positioned on the boundary of the Superior and the Grenville Provinces. More locally the northern portion of the project is within the Cobalt Embayment; a Paleoproterozoic sedimentary basin developed as a continuation of the Archean initiated techtonic events. The southern portion of the project is within the Grenville Tectonic Zone (GTZ), a broad zone characterized by variable fabric development, metamorphism and faulting.
TEMEX RESOURCES CORP.
Wilson Lake Project -5- Chambers Township Mobile Metal Ion Sampling Program_________________________________January. 2002
Lithologically the property is underlain by a bi-modal sequence of metamorphosed ultramafic to felsic volcanics, metasediments and granitic intrusions of Archean age. These are in turn are unconformably overlain by coarse to fine sediments of the Huronian Supergroup; itself subsequently intruded by the Nipissing Diabase event. Several smaller mafic to intermediate intrusive events resulted in dyke arrays trending north/south and northwest. Rocks exposed to the south of the GTZ comprise gneiss, schist, marble and granites with fabric development ranging from intense to moderate.
A major crustal feature, the Lake Timiskaming Structural Zone (TSZ), is known to host kimberlites in the Kirkland Lake and Cobalt areas. Sage (2000) observes that northern Ontario kimberlites occur on a trend of 325", a trend approximately parallel to the TSZ. It is also observed that kimberlites occur in close proximity to the intersections of property scale features, such as contacts and lineaments, and the major northwest trending TSZ structures. Several major northwest trending TSZ structures are observed in magnetic data from the Wilson Lake Project. These structures are oblique to the northwest trending Grenville Front Tectonic Zone crossing the southern portion of the project area. "
5.0 MMI SAMPLING RESULTS
The following report section summarizes the MMI sampling results. Sample analyses are provided in Appendix B. Sample descriptions are provided in Appendix C. Figure 2 shows the location of all samples. Within this report the results of individual lines have not been subject to a statistical analysis to produce sacked bar graph representations of the data since element groupings determined by Temex are considered proprietary.
A review of the duplicate analysis suggests that the sample methodology was sound since in general the analytical results can be reproduced, taking in to consideration the heterogeneous nature of most soil samples. Similarly, a review of the analytical Standard results suggests that the laboratory has been able to reproduce the analytical data.
It is apparent from the data that potential kimberlitic anomalies are showing increasing trends in Mg. Cr and Ni content. Similarly, the lathanide series elements are elevated. Along individual lines favourable anomalies appear to be showing higher ratios of these elements near the centre of the body relative to the margins of the body where samples are not expected to be over top of a kimberlite.
TEMEX RESOURCES CORP.
Wilson Lake Project -6- Chambers Township Mobile Metal Ion Sampling Program_________________________ January, 2002
6.0 CONCLUSIONS
Based on a preliminary review of the data indicates that one line may be considered highly anomalous. That line is Line 75. Line 77 is known to be associated with an isolated, ovoid airborne magnetometer geophysical anomaly and a favourable topographic feature (an oval swamp).
Moderately anomalous lines or lines that have geochemistry indicators with a frequency response that would represented by a skewed profile include Line 73 and Line 74. Both of these MMI lines are associated with negative response Keating anomalies as outlined on Ontario Geological Survey Map 60 092 -Airborne Magnetic and Electromagnetic Surveys, first Vertical derivative of the Magnetic Field and Keating Coefficients, Temagami South Area, Scale 1:50,000, 2001.
7.0 RECOMMENDATIONS
Further compilation work in preparation for drilling of potential kimberlite targets is warranted on the Wilson Lake Project - Hanson Lake Claim Group. Prior to selecting targets the following is recommended:
* The MMI data should be subject to statistical analysis. The analytical results for individual lines sampled should be plotted on stacked bar chart diagrams and the data reevaluated to rank the potential MMI anaomalies;
* The statistical analysis data should be reviewed in-conjunction with data Temex already has in its possession including; airborne and ground geophysics, geological mapping and kimberlitic indicator mineral till sampling data;
* The MMI and geophysical anomalies should be prioritized for potential drill targets;
* Those potential drilling targets which have not been subject to ground geophysical screening using a magnetometer and a Max Min II EM should be surveyed with a small reconnaissance grid; and
* Following the ground geophysics the high priority targets should be drilled
Respectfully Submitted,
TEMEX RESOURCES CORP.
(f.Dan P. Bunner. M.Sc., C.E.T. Geologist
TEMEX RESOURCES CORP.
Wilson Lake Project -7- Chambers Township Mobile Metal Ion Sampling Program_______________________________January. 2002
8.0 STATEMENT OF QUALIFICATIONS
I Dan P. Bunner of Oakville, Ontario hereby certify that:
1. I hold a Master of Science Degree in Geology from Carelton University, Ottawa, Ontario, obtained in February 1989.
2. I have been practicing my profession since 1979 in Newfoundland, Nova Scotia, Quebec, Ontario, Manitoba and the Northwest Territories.
3. I am currently employed as a Geologist/Project Manager for Golder Associates Ltd. and am also currently Senior Geologist of Exploration for Temex Resources Ltd. and as of the date of preparing this report held shares in the company.
4. I am a Registered Professional Geoscientist (P. Geo.) in the Association of Professional Engineers and Geoscientists of the Province of British Columbia.
5. I am a Certified Engineering Technologist (C.E.T.) in the Ontario Association of Certified Engineering Technicians and Technologists.
6.1 have based conclusions and recommendations contained in this report on knowledge of the area, my previous experience and on the results of the drilling conducted on the property during 2001.
7) I currently reside at 501 Orchard Drive, Oakville, Ontario, L6K 1N9.
Dated thisJanuary 21, 2002in Mississauua, Ontario
Dan P. Bunner
TEMEX RESOURCES CORP.
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APPENDIX A
MMI SAMPLING METHODOLGY
A PO BOX l 132
Mobile Metal Ion S \ BENTLEY WA 6983Australiamm Tel:*61 8 9472 7344
Faxr + 61 8 9472 7345 A -HfVy-riri v/.L/v/VJ' JL email: mmi@mmigeochem.com
http://www.mmigeochem.com
Latest News and Developments- -.. : '••ii''i; -:';::;J'-::"' : ? : !: i"'^: ' !: '" '- " '-:-.-'- ™ : . -"':. '--..^ '.^'f^'- -. — 'i--~si,::'',\.i-, ^-^^u^m1 -
The application of MMI Geochemistry
For
DIAMOND Exploration.
May, 2001
INTRODUCTIONA number of companies approached MMI Technology enquiring whether MMI geochemistry would be applicable for diamond exploration. Several companies had reported success in using the existing MMI-B element suite to target kimberlite units in Africa, South America, and Australia. Research and developmental work has been undertaken by MMI Technology to assess the applicability of the MMI technique for diamond exploration, and to develop a new MMI leachant, specifically for elements associated with kimberlitic hosts. Initial results are presented below.
RESEARCH AND DEVELOPMENTThe existing MMI Leachants, MMI-A (Cu, Pb, Zn, Cd), and MMI-B (Au, Ag, Ni, Co, Pd) were developed to target commodity based elements, namely for gold, base metals, and nickel exploration. The success of the MMI technique in its application to these mineral commodities can largely be attributed to the extensive research and case studies undertaken.
From the existing suite of elements available to the MMI process, only Ni, Co, and Pd were considered useful for diamond exploration, and these had been used successfully to identify diamondiferous kimberlite pipes. Other elements considered as 'core elements' of kimberlite exploration include Nb, Cr, and Mg. During the research program Y and Rb were added. To be able to include these elements into the MMI suite, a new leachant was developed; - MMI-D Mg, Nb, Cr, Ni, Co, Pd, Y, Rb.
The testing of MMI-D has been undertaken on soil samples collected by various participating companies. Samples have been collected across known kimberlite units in a number of geological settings and climatic regimes in Australia, Africa, Canada, and Brazil. The studies have included dykes covered by colluvial scree and till between 5 to 20 metres deep, through to dykes buried beneath sand colluvium and up to 50 m of sandstone and granite. Some samples submitted test magnetic or geophysical anomalies and are yet to be confirmed by drilling. Three such case studies applying the new leachant are presented below as Case Study 1,2, and 3.
SAMPLE COLLECTIONAll case study sampling was undertaken in accordance with published standard MMI Geochemical sampling instructions.
l Sampling PositionDo not vary depth, or target a specific layer/feature of a soil profile when sampling. - Extensive research has shown that element concentrations can vary markedly with a change in sampling depth. Any significant variation in sampling depth and technique can cause severe problems for interpretation. It is imperative that all samples are collected in a consistent manner.
In undisturbed environments samples should be collected approximately 50 to 200 mm below the surface at a consistent depth. - The initial step in taking an MMI soil sample requires the surface soil layer to be scraped away eliminating loose organic matter, debris, and any possible contamination. In cases where there is an extensive organic horizon (O or Ao) at the surface, (e.g. Canada), the sample should be taken 50 to 200mm below the lower interface, i.e. into the A horizon where there is some mineral content in the soil rather than all organic material. Before actually taking the soil sample material, equipment should be brushed to eliminate residue from previous samples and preferably flushed with the soil from the new sample site.During sample collection and handling, no jewellery (watches, rings, bracelets, and chains) should be worn, as this can be a major source of contamination.
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Moist Samples. - Damp samples should be collected in a similar manner to soils in dry environments. Samples should not be dried in ovens or pulverised in crushers or mills. In the case of dry plastic clays, sample material can be desegregated by crushing with a mallet between disposable plastic sheets. Sieving should be avoided if there is any possibility of serious cross-contamination during sample collection via the sieve. In this case, larger rocks and twigs/leaves etc can be removed by hand.
Organic Material. - Organic material in the form of fine roots and hairs, decomposing leaf material and other fine organic debris WILL NOT adversely affect MMI analyses. Experimental work has shown that variability in sampling depth has a more significant impact on element responses.
Contaminated Sites. - Where there is a potential contamination problem, samples should be collected at a depth so as to avoid any contaminated material and the sampler's judgment must be relied upon. Another option available to the sampler if there is possible site contamination is to sample in the lee of a tree and/or under a thick layer of organic litter.
2 Equipment* A 30-cm diameter plastic garden sieve or kitchen colander with minus 5-mm apertures, available
from hardware and super markets, is ideal for sample collection;* Plastic collection dish with similar diameter and a kitchen floor brush used for cleaning the sieve
and dish between samples;* A bare steel (no paint) garden spade; and* Plastic snap seal bags, do not use calico.Where samples are wet, large rocks should be picked out and material placed directly into a plastic snap seal bag. Double bagging can be useful if there is concern that the bags may be split or punctured by angular rock fragments.
3 Sample SpecificationA 300-gram sample is collected and stored in a plastic bag (a 90 x 150-mm plastic snap seal sample bag is recommended). Once sealed in the snap seal plastic bags, samples should be placed in polyweave sample dispatch bags (maximum 40 per bag). Stored in this manner, samples can be carried on tray-back vehicles during summer without problems and be stored for long periods.
4 Sample SiteSample sites should be undisturbed and preferably away from any major contamination: creek beds, drainage, drilling lines, pads, roads, etc. Wind borne contamination should also be eliminated during sample collection by sampling just below the surface.
MMI SOIL SAMPLING - IN SUMMARY* Use one laboratory wherever possible.* For a particular survey, avoid submitting samples in small batches (if possible). If this
cannot be avoided, calculate Response Ratios for each batch, BEFORE combining the data.* ALWAYS sample consistently 50 - 200mm below surface or interface between organic
layers and mineral soil horizon.
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CASE STUDIES
Case Study l - North Kimberley Kimberlite Province, Western AustraliaThe project area is located in the North Kimberley Kimberlite Province. Previous exploration included an extensive EM/magnetic airborne programme that had identified a number of anomalies that required prioritizing in order to establish an effective drilling programme. Conventional geochemical techniques in the area were not effective because of the depth of overburden.
A trial of the MMI-D leachant was completed across a known diamondiferous kimberlite. The kimberlite is beneath approximately 10-15 m of cover. Samples were collected at the surface according to standard MMI sampling practice. The soil samples were treated using the MMI-D leachant, and analysed by Australian Laboratory Services (ALS) in Perth for Mg, Nb, Cr, Ni, Co, and Pd by ICPMS. Duplicate samples of the soils were also sent to ALS for conventional analysis of the above elements. The results for MMI and conventional geochemistry are shown in Figures l and 2 respectively.
Case Study l - Review of ResultsThe MMI-D leachant shows a strong multi-element anomaly across the middle of the traverse corresponding to the kimberlitic pipe. The most responsive elements appear to be Cr, Nb, Ni, Co, and Pd. The MMI response across this traverse is most promising due to the multi-element nature and magnitude of the anomaly. The conventional geochemistry only shows a significant response in the Cr for three samples. The conventional responses are offset from the MMI anomaly and primary source. The single element Cr response is somewhat erratic, occurring over 3 discrete samples, and is thought to represent surficial dispersion away from the original position.
Case Study 2 - Nabberu Kimberlite, Western AustraliaThe project area is located 250 km NE of Meekatharra. The field survey collected samples on a 50 m x 50-m grid covering an area of 200 m N-S and 350 m E-W. The sample material consisted mainly of sandy loam soil collected 5-15 cm from the surface. Care was taken to avoid contamination from previous exploration activities, especially drilling. The soil samples were treated using the MMI-D leachant, and analysed by Australian Laboratory Services (ALS) in Perth for Mg, Nb, Cr, Ni, Co, and Pd by ICPMS. Duplicate samples of the soils were also sent to ALS for conventional analysis of the above elements. Results comparing MMI and conventional geochemistry are shown in Figures 3 and 4.
Case Study 2 - Review of ResultsThe drill section logs clearly show an erratic sub-surface occurrence of the Nabberu 08 Kimberlite. Generally, the body is tabular in nature and dips to the NW. In addition, there appears to be a number of apotheoses and kimberlitic stringers recognised in the drill holes. A relatively distinctive boundary striking NE-SW provides a trace of the nearest projection of the body to surface with between 7-10 m of aeolian sand cover. The stacked bar charts clearly identify the known near surface edge of the body with elevated responses in Cr, Nb, and Y. There is also a weaker Mg and Pd association with these elements with responses up to eighteen and eight times background respectively. These elements also respond to the deeper sections of kimberlite to the NW where samples have elevated response ratios up to 84 for Cr, 36 for Nb, and 23 for Y above kimberlite at 65 m depth including 10 m of sand overburden (holes 105 and 106), see Figure 3.
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Conventional geochemistry has shown no significant responses across the kimberlite (Figure 4).
Kimberlite Pipe - 10m Cover\;:-:':^-' :Kimberley, Kimberlite
Response Ratios 60 H
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50
40D)
l 30 mS 20E
10
o
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Response Ratios
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Figure 2
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Nabberu 08, Western AustraliaLine 7220350 N
Response Ratio
226750 226800 226850 226900 226950 227000 227050 227100
H 107 H 106 H 10S M 110 N 112 H 110
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Note: Kimberlite reported to 160 m RL in holes N97 QS drilled perpendicular to this: section.
Drill Hole/^eolian Sand
Granite
Kimberiite
Figure 3
A Division of Wamtech Pty. Ltd. A.C.N. 009 315 404 Sniic 2. HniL-rprise 1,'nit 2. l l Brodit-llall Drv. Bentley. 6102
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Conventional Response Ratios
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Figure 4
Case Study 3 - James Bay, Ontario, CanadaThe study area is located in Northern Ontario. Canada. Sampling was undertaken to evaluate the effectiveness and suitability of near surface geochemical techniques as a practical exploration tool. The prime aim of the study was to determine the suitability of the MMI leachants/techniques, and to highlight any modifications or adjustments required for adapting this technology for Canadian field situations. The study area had a number of known kimberlite occurrences with good control available from previous exploration activities.
The kimberlites in the study area have intruded Ordovician-Silurian carbonates, at an approximate date of 155 to 180 Ma. Overburden in the study area is typified by several metres of peat, from l to •2 m as shown by trenching and pitting. The peat is underlain by a highly variable quaternary
stratigraphy comprising beach sand layers (up to l rn thick), a transgressive marine clay layer (up to l m thick), sandy clay till (up to 2 m thick), and finally locally derived till up to 0.5 m thick. The region is subject to discontinuous permafrost; however, the orientation has been completed on a sub- area free of permafrost.
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Case Study 3 - Review of ResultsBackgrounds for each element, using the mean of the lowest quartile of data for each element, were used to calculate response ratios (anomaly to background) for the element suite. Response ratios for samples collected at the peat/mineral soil layer, were then plotted as stacked bar charts along sample lines. Response ratios for Ni, Co, Pd, Cr, Nb, Mg, and Y are plotted for the MMI-D extractant (upper) and for Ni. Cr, Nb, and Mg after total digestion (lower), see Figure 5.
110 100 90 80 70 60 50 40 30 20 10 O
James Bay, OntarioLine OE
MM l Response Ratios
9.1 10 1 11.1 12.1
Sample No
13.1 14.1
INt HCo EPd mCr EDNb E
Line OE3nventional Response Ratios
"kimberlite
9.1 101 11.1 12.1 13.1
Sample No
JBNiCon MCrCon BNbCon BMgCon j
14.1
Figure 5
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Implications for ExplorationThe studies above present some initial results from the MMI-D digestion. Further work from other case study sites is continuing to confirm the applicability of MMI-D to diamond exploration. Based on the findings above, it would appear that MMI may prove to be a very effective tool for diamond exploration.
Until a larger number of studies have been completed, the MMI-D leachant should be applied with appropriate diligence. Companies interested in using the MMI process for diamond exploration should endeavour to complete orientation studies where possible. It is important to realise that in this application, MMI is being used as a lithological discriminator. As such, the concentrations of diagnostic elements in the source are expected to be significantly lower than normally expected from base or precious metal mineralisation. Therefore, interpretation of data may require careful examination of what would normally be classified as subtle geochemical trends or patterns. In some cases, the total element suite may not respond and effective discrimination may rely on one or two elements depending on depth to source and surficial regolith conditions. For example where dykes intrude basaltic hosts elements such as Nb, Y, Rb have been diagnostic of buried diamondiferous dykes in Africa.
New DirectionsIn geological settings where the contrast between host and source is less definitive, e.g. kimberlitic intrusions in mafic/ultramafic (Brazil, Africa), the element suite for MMI-D may not be as effective. In this environment Nb, Y and Rb may be the only effective elements. Currently research is underway assessing new leachants for rare earth elements for both kimberlitic and pegmatitic dykes. Clients exploring in these terrains should contact MMI Technology for more current information on the applicability of new leachants.
AcknowledgementsThis document contains information generated from the M323 MERIWA research project.
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Samplingm
Boreal Climatic Zones
Technical Bulletin TB14 July 1999.
Sampling in Boreal Climatic Zones
INTRODUCTION
Clients from North America and Europe have requested information on the optimum sampling position in Boreal climatic zones. This Technical Bulletin has been prepared in an effort to clarify the most appropriate sampling positions within soil profiles in these areas.
PROCEDURE
MMI sampling in boreal climates, particularly with overlying peat blankets, should be completed asfollows;
Penetrate the leaf litter and organic material that still has structure i.e. decomposing leaves, bark, twigs etc, (includes peat). Once through to a true A-horizon i.e. where the sou resembles a decomposed mass without any obvious leaf or vegetation visible, discard the top 10cm of this horizon, then collect the sampfe between 10 and 25 cm within the unit.As sampling moves along a grid line, where topographic influences cause variartion in the profile and the material available for collection, (moving onto a dominantly mineral soil with or without organics), collect the sample at 10-25 cm below me interface with surface leaf/twig matter.
Experience with sampling programs in Europe and North America has demonstrated that the Mobile Ion geochemical technique works best with samples collected at a constant depth (10-25 cm) BELOW the interface between leaf and twig litter on surface, and completely decomposed material beneath that can vary from A to B horizon material Case study information for these environments from Night Hawk Lake, Timmins, Ontario, Canada and Puolalaki, Sweden, is available. The technique is now being applied successfully at other sites in Canada, Alaska and Europe using this protocol.
Idem J .f
10cm
I twiji -
Orfmicii(hful
Errferred Sample
Witcr
Section 6.0 - SAMPLE COLLECTION of the MMI Operations Manual provides furtherinformation (see extract below,), www.mmigeochem.com
In undisturbed environments samples should be collected approximately 10 to 20 cm below the surface at a consistent depth. - The initial step in taking an MMI soil sample requires the surface soil layer to be scraped away eliminating loose organic matter, debris, and any possible contamination. In cases where there is an extensive organic horizon (O or Ao) at the surface, (e.g. Canada), the sample should be taken 5 to 20 cm below the lower interface, i.e. into die A horizon. Before actually taking die soil sample material, equipment should be brushed to eliminate residue from previous samples and preferably flushed with the soil from the new sample site. During sample collection and handling, no jewellery (watches, rings, bracelets, and chains) should be worn, as this can be a major source of contamination.
APPENDIX B
MMI ANALYTICAL RESULTS
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
1885 Leslie Street Don Mills, Ontario Canada M3B 3J4 Telephone (416) 445-5755 Fax (416) 445-4152 CERTIFICATE OF ANALYSIS
Work Order: 066209To: Temex Resources Corp.
Attn: Duane ParnhamTemagami Exploration Company 4307 Kerry Drive, Unit 100 BURLINGTON ON/CANADA/L7L 1V8
Date 22/11/01
Copy 1 to
P.O. No. Project No. No. of Samples Date Submitted Report Comprises
86 SOIL(MMI)12/11/01Cover Sheet plusPages 1 to 8
Distribution of unused material: Pulps: Store Rejects: Store
Certified By
ISO 9002 REGISTERED
ouza, General Manager ratories
Subject to SGS General Terms and Conditions
Report Footer: L.N.R. ~ Listed not received l.S. = Insufficient Sample n.a. = Not applicable — — No result "INF = Composition of this sample makes detection impossible by this method M after a result denotes ppb to ppm conversion, % denotes ppm to "/o conversion
Member of the SGS Group (Scciete Generate de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066209 Date: 22/11/01 FINAL Page l of 8
Element. Method. Det.Lim. Units.
L680+OOE L680 + 50E L68 l +OOE L68 1+50E L682 + OOE
L682 + 50E L683 + OOE L68 3 + 50E L684 + OOE L684 + 50E
L685 + OOE L685 + 50E L68 6 + OOE L690 + OOE L690 + 50E
L69 l +OOE L69 1+50E L692+OOE L692 + 50E L693+OOE
L693 + 50E L694 + OOE L694 + 50E L695+OOE L695 + 50E
L69 6 + OOE L696 + 50E L697+OOE L69 7 + 50E L698+OOE
MgMMI-D
100ppb
1040980
1120870630
281037103550
6001280
6103170296075004310
490290540960
7690
15501430870
11001070
299010301150580980
TiMMI-D
1ppb
•Cio•ci1625
<l214
415
37
1421211634
131
•ci3
273
282
•Ci7
•Ci
11•Ci
1331543
919
CrMMI-D
1ppb
•CI•ci•ciO•CI
•ci•CI0•CI•ci
o<l•CI<l<l<l<l•CI<l
1<l<lo•CI<l<l<l•ci<l<l
CoMMI-D
1ppb
42661
2438
17
24849
•Ci
26
98161
•ci426
17
21221
43
14
NiMMI-D
3ppb
86799
420171023
53241
929
•C36
101750
O26
89
18
27181475
RbMMI-D
1ppb
4366473769
3444723039
353036147
3054253420
3049362339
3959415050
SrMMI-D
0.1ppb
11.46.6
28.416.915.0
79.392.264.7
8.418.3
9.927.750.1108
51.4
45.87.2
14.923.670.8
74.227.825.051.427.7
55.714.110.617.118.0
YMMI-D
0.1ppb
•CO.l•CO.l•CO.l
0.30.2
•CO.l0.50.10.20.2
•CO.l0.40.40.10.3
•CO.l0.40.20.20.5
•CO.l^.1•CO.l
0.2•CO.l
0.40.60.20.30.4
NbMMI-D
0.1ppb
•CO.l•CO.l•CO.l•CO.l•CO.l
•CO.l0.70.1
•CO.l0.1
•CO.l0.40.5
•CO.l0.4
•CO.l•CO.l•CO.l•CO.l
0.9
•CO.l•CO.l•CO.l•CO.l•CO.l
0.4•CO.l•CO.l•CO.l•CO.l
PdMMI-D
0.1ppb
•CO.l•CO.l•CO.l•CO.l•CO.l
•CO.l•CO.l•CO.•CO.^.•CO.•CO.•CO.•CO.•co.
•CO.l•CO.l•CO.l•CO.l•CO.l
•CO.l•CO.l•CO.l•CO.l•CO.l
•cO.l•CO.l•CO.l•CO.l•CO.l
BaMMI-D
0.1ppb
198132194
89.6159
48281.4193
82.8146
212102185113204
270157123107189
369123169304318
10375.444.4144141
LaMMI-D
0.1ppb
•cO.l•cO.l•cO.l
0.40.2
•cO.l0.50.20.20.3
0.10.30.40.20.2
•cO.l0.40.20.30.7
•CO.l•CO.l•cO.l
0.3•cO.l
0.40.60.30.30.5
TaMMI-D
0.5ppb
^.5^.5^.5•C0.5^.5
•CO. 5•C0.5•CO. 5•CO. 5•CO. 5
•CO. 5^.5^.5^.5^.5
•CO. 5•CO. 5•C0.5^.5•C0.5
•CO. 5•CO. 5•CO. 5•CO. 5•CO. 5
•CO. 5•CO. 5•CO. 5^.5•CO. 5
CeMMI-D
0.1ppb
•CO.l•CO.l
0.10.80.7
0.10.80.40.50.6
0.20.71.00.40.4
0.20.90.40.61.3
•CO.l•CO.l
0.20.6
•CO.l
0.91.60.50.61.0
PrMMI-D
0.1ppb
•CO.l•CO.l•CO.l•CO.l•CO.l
•cO.l•cO.l•cO.l•CO.l•cO.l
•CO.lCO.l
0.1•CO.l•CO.l
•CO.l0.1
•CO.lCO.l
0.2
•CO.l•CO.l•CO.l•CO.l•CO.l
0.10.2
CO.l•CO.l
0.1
NdMMI-D
0.1ppb
•CO.l•CO.l•CO.l
0.40.2
•CO.l0.40.10.30.3
0.10.30.50.20.3
0.10.60.20.30.6
•CO.l•CO.l•CO.l
0.2•CO.l
0.50.70.30.30.7
Member of the SGS Group (Societe Generale de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066209 Date: 22/11/01 FINAL Page 2 of 8
Element. Method. Det.Lim.Units.
L698 + 50E L699 + OOE L699 + 50E L69 10 + OOE I.720 + OOE
L720 + 50E L72 l +OOE L72 1+50E L722+OOE L722 + 50E
L72 3+OOE L72 3 + 50E L724 + OOE L724 + 50E L72 5 + OOE
L760E*Blk BLANK*Std MMISRM11 L76 50E L76 100E
L76 150E L76 200E L76 250E L76 300E L76 350E
L76 400E L76 450E L76 500E L76 550E L76 600E
MgMMI-D
100ppb
360370
109025402670
800200650
1000420
650710
18801150610
280'C 10018500
660700
760820380530240
360920700
5220740
TiMMI-D
1ppb
392
433612
400'Ci21
352
2856
4691866
<lOO0<l
2•CI
227
•ci866
*ci
CrMMI-D
1ppb
<l<l•CI'Ci•ci
•ci•ci•ci'Ci•ci
•ci<l<l<l<l'Ci<l<l<l<l•CI<l<l<l<l•CI<l<l<l<l
CoMMI-D
1ppb
1017
143
3•CI
410
1
6<l
8180
1
•ciO
2•Ci
8
26422
•ci27
•CI3
MiMMI-D
3ppb
5O2546
8
14•C3
1885
105
1913
8
O•C3
6•C3
12
54444
015434
RbMMI-D
1ppb
312375413
1937294737
2279334652
60•CI764420
4649533222
482646
233
SrMMI-D
0.1ppb
9.04.8
24.916.951.3
18.44.6
27.411.55.7
11.116.030.516.128.2
7.1-CO.l
27622.516.4
8.09.2
14.313.29.6
6.727.123.885.58.9
YMMI-D
0.1ppb
0.30.10.60.80.7
1.00.30.20.20.2
0.5•CO.l
0.90.40.3
•CO.l•CO.l•CO.l•CO.l
0.1
0.2^.1
0.2•CO.*:0.
•CO.0.0.1.3
•CO.l
NbMMI-D
0.1ppb
•CO.l'CO.l
0.20.2
•CO.l
1.9•CO.l'CO.l^.1
0.3
1.3'CO.l
1.7•CO.l
0.2
'CO.l•cO.l'CO.l•CO.l•CO.l
•C0.1*C0.1•CO.•CO.^.
'CO.'CO.•CO.•CO.!•CO.l
PdMMI-D
0.1ppb
'CO.•CO.l'CO.l^.1•CO.l
^.1•CO.'CO.l•CO.l'CO.l
•CO.•CO.•CO.•CO.'CO.
•CO.l•CO.l'CO.l•CO.lo.•CO.l'CO.l'CO.l•CO.'CO.l
•CO.l'CO.l•CO.l•CO.l•CO.l
BaMMI-D
0.1ppb
223109200
66.592.1
79.1181108157
48.1
62.5145238125185
209-CO.l92.3168255
160251167252221
200280151
36.976.6
LaMMI-D
0.1ppb
0.40.20.71.40.8
1.10.30.20.20.3
0.5'CO.l
1.40.60.5
•CO.l•CO.l•CO.l'CO.l
0.2
0.20.10.5
•CO.l0.2
•CO.l0.30.23.70.1
TaMMI-D
0.5ppb
•CO. 5'CO. 5•CO. 5•CO. 5•CO. 5
•C0.5'CO. 5•CO. 5•CO. 5•C0.5
•C0.5•CO. 5•CO. 5•CO.S•CO. 5
•CO. 5'CO. 5•CO. 5<0.5<0.5
•CO. 5<0.5<0.5<0.5<0.5
•CO. 5<0.5<0.5<0.5<0.5
CeMMI-D
0.1ppb
1.40.41.22.91.3
2.00.90.40.30.5
1.00.22.31.80.6
•CO.l•CO.l"CO.l
0.10.3
0.60.31.00.10.3
•CO 10.50.34.40.2
PrMMI-D
0.1ppb
0.1•co.i
0.20.30.2
0.30.1
-CO.!^.1•CO.l
0.1•CO.l
0.30.20.1
•CO.l<0.1•CO.l<0.1<0.1
<0.1<0.1
0.2^.1<0.1
<0.1<0.1•CO.l
0.9<0.1
NdMMI-D
0.1ppb
0.50.20.71.20.8
1.10.50.20.20.3
0.5^.1
1.10.60.5
•CO.l'CO.l"CO.l•CO.l
0.2
0.30.20.6
"CO.l0.2
•CO.l0.20.23.30.1
Member of the SGS Group (Societe Generale de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066209 Date: 22/11/01 FINAL Page 3 of 8
Element. Method. Det.Lim.Units.
L76 650E L76 700E L740 + OOE L740 + 50E L74 1+OOE
L74 1+50E L742 + OOE L742 + 50E L743 + OOE L743 + 50E
L744 + OOE L744 + 50E L745+OOE L745 + 50E L74 6+OOE
L730+OOE L730 + 50E L73 l +OOE L73 1+50E L732+OOE
L732 + 50E L73 3 + OOE L73 3 + 50E L734+OOE L734 + 50E
L73 5 H-GOE L73 5 + 50E L73 6+OOE*Dup L68 0 + OOE*DupL68 6 + OOE
MgMMI-D
100ppb
360450830330
1540
620250970900
2980
2630770320
2750510
2030730870
1090710
3960•C 1001650540
1950
1510590
5870920
2850
TiMMI-D
1ppb
1•ci34
25532
5923
4320169
352
•ci115
9
6969
964261
185
216834
84•a139*C1105
CrMMI-D
1ppb
OOOO•CI
•CI•ci•ci•cio•ci•ci•CI•ci•ci
•ci•ci<l<l<l•CI
2<l<\<l•CI<l<l<l<l
CoMMI-D
1ppb
1O
2'Ci
2
2124
•ci
9•CI•ci
44
21532
2•Ci
3•ci
7
4•Ci
6038
NiMMI-D
3ppb
4•C3•C3
313
14•C3
410
O
o•C30
6O
165
1264
10O15
•C323
16015
641
RbMMI-D
1ppb
2431552644
3244473630
2552333446
3356215743
2729341937
7456574236
SrMMI-D
0.1ppb
5.68.9
18.37.5
50.4
22.16.29.2
17.647.1
22268.237.463.910.0
73.625.817.118.618.2
77. 10.8
41.625.949.6
46.114.199.910.349.5
YMMI-D
0.1ppb
0.4^.1
0.30.40.2
0.20.40.21.31.7
0.7•CO.l•CO.l
1.20.2
0.4•CO.l
1.30.20.9
1.30.60.20.20.1
0.3•CO.l
1.3"CO.l
0.4
NbMMI-D
0.1ppb
•CO.l•CO.l•CO.l
0.90.1
0.3*C0.1•CO.l
1.20.6
0.1•CO.l•CO.l
0.4•CO.l
2.8•CO.l
0.40.10.2
•CO.l•CO.l•CO.l
0.20.1
0.3•CO.l
0.5•CO.l
0.4
PdMMI-D
0.1ppb
•CO.l•CO.l•CO.l•CO.l^.1
•CO.l•CO.l•CO.l•CO.l•CO.l
•CO.l*C0.1•CO.l•CO.l•CO.l
^.1•CO.l•CO.l•CO.l•CO.l
•CO.l•CO.l•CO.l•CO.l•CO.l
•CO.l•CO.l•CO.l*:0.l^.l
BaMMI-D
0.1ppb
101291216
60.2163
151182221
82.890.4
111221202224108
175148151
99.794.2
15212.1222
56.3218
195366
87.7218187
LaMMI-D
0.1ppb
0:6•CO.l
0.50.60.2
0.20.90.23.82.4
1.5•CO.l•CO.l
1.60.2
0.4•CO.l
2.10.21.1
3.32.00.20.30.2
0.5•CO.l
2.5•CO.l
0.4
TaMMI-D
O.Sppb
^.5•CO. 5•CO. 5•C0.5•CO. 5
•CO. 5•CO. 5•CO. 5•CO. 5•CO. 5
•CO.S•CO. 5^.5*C0.5^.5
^.5•CO. 5•C0.5•CO. 5•CO. 5
•CO. 5•CO. 5•CO. 5•CO. 5•CO. 5
•CO. 5•CO. 5•CO. 5•CO. 5•CO.S
CeMMI-D
0.1ppb
1.50.11.51.40.5
0.31.30.64.96.7
4.10.2
•CO.l2.70.4
0.70.24.00.62.5
2.54.00.40.70.4
0.80.14.4
•CO.l0.8
PTMMI-D
0.1ppb
0.3^.1
0.10.2
*C0.1
•CO.l0.3
^.10.70.8
0.5•CO.l*C0.1
0.5•CO.l
^.1•CO.l
0.5•CO.l
0.3
0.80.6
•CO.l•CO.l•CO.l
•CO.l•CO.l
0.7•CO.l
0.1
NdMMI-D
0.1ppb
0.9•CO.l
0.50.50.2
0.21.00.22.43.0
1.9•CO.l•CO.l
1.90.2
0.3•CO.l
2.00.21.3
2.92.20.20.30.2
0.3•CO.l
2.7•CO.l
0.4
® SGS Member of the SGS Group (Societe Generale de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066209 Date: 22/11/01 FINAL Page 4 of 8
Element. Method. Det.Lim. Units.
*Dup L695 + 50E*Dup L72 l +OOE*Dup L76 150E*DupL740H-OOE*Blk BLANK
*Std MMISRM11*DupL746*OOE*DupL73 5 + 50E*Blk BLANK*StdMMISRMll
MgMMI-D
100ppb
1040240850950
000
20000560730
•C 10018700
TiMMI-D
1ppb
O0
132
•ci
•ci10
•ci<l<l
CrMMI-D
1ppb
•CI<l•CI<l<l<l<l<l<l•ci
CoMMI-D
1ppb
16O
23
<l
23
•CI•ci
2
NiMMI-D
3ppb
17•C3
5<3•C3
6<3
3•C3
6
RbMMI-D
1ppb
40394162
•ci
824259•n78
SrMMI-D
0.1ppb
28.85.38.5
19.9*:0.1
29310.415.6
•CO.l275
YMMI-D
0.1ppb
•CO.l0.20.10.3
•CO.l
•CO.l0.2
'CO.l'CO.l•CO.l
NbMMI-D
0.1ppb
*c0.1•CO.l^.1•CO.l'CO.l
*C0.1<0.1<0.1•CO.l•CO.l
PdMMI-D
0.1ppb
•CO.l•CO.l•CO.l•CO.l'CO.l
•CO.l•CO.l•CO.l•CO.l•CO.l
BaMMI-D
0.1ppb
327192154230
•CO.l
99.8103395
•CO.l94.6
LaMMI-D
0.1ppb
•CO.l0.30.20.4
•CO.l
•CO.l0.2
•CO.l•CO.l•CO.l
TaMMI-D
0.5ppb
•C0.5•CO. 5•CO. 5•CO. 5^.5
•:0.5<0.5^.5•CO. 5<0.5
CeMMI-D
0.1ppb
•CO.l0.80.61.6
^.1
•CO.l0.40.1
•CO.l•CO.l
PTMMI-D
0.1ppb
*C0.1•CO.l•CO.l
0.1*C0.1
<0.1<0.1<0.1<0.1•CO.I
NdMMI-D
0.1ppb
^.10.30.20.4
<0.1
^.10.2
<0.1<0.1<0.1
Member of the SGS Group (Societe Generate de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066209 Date: 22/11/01 FINAL Page 5 of 8
Element. Method. Det.Lim.Units.
L680 + OOE L680 + 50E L68 1+OOE L68 1+50E L682 + OOE
L682 + 50E L68 3 + OOE L68 3 + 50E L68 4 + OOE L684 + 50E
L685 + OOE L685 + 50E L68 6+OOE L69 0+OOE L690 + 50E
L69 1+OOE L691+50E L692 + OOE L692 + 50E L69 3 + OOE
L693 + 50E L69 4+OOE L69 4 + 50E L695+OOE L695 + 50E
L69 6+OOE L696 + 50E L697+OOE L697 + 50E L698+OOE
SmMMI-D
0.1ppb
•CO.l•CO.l•CO.l
0.1•CO.l
0.20.1
•cO.l•cO.l•CO.l
^.1
0.2•CO.l•CO.l
0.10.2
•CO.l0.10.2
0.1•CO.l•CO.l
0.20.1
0.10.2
•CO.l0.10.2
Gd TlMMI-D MMI-I
0.1 0.ppb pp
•CO. •CO.•CO. "CO.•CO. •CO.•co. -CO.•CO. •CO.
<0. <0.<0. <0.•co. <o.<0. <0.<0. •CO.
<0. <0.
^o. ^o'.<0. <0.<0. <0.
<0.1 -CO.<0.1 <0.<0.1 <0.•CO.l •CO.
0.1 <0.
<0.1 •CO.<0.1 <0.<0.1 <0.•CO.l -CO.<0.1 <0.
<0.1 <0.0.1 <0.
<0.1 <0.•CO.l •CO.
0.1 <0.
j Er Yb) MMI-D MMI-D
0.1 0.1t) ppb ppb
•cO.l -co.l<0.1 -CO 1<0.1 *C0.1<0.1 <0.1<0.1 <0.1
•CO.l •CO.l<0.1 <0.1<0.1 •CO.l•CO 1 <0.1<0.1 "C 0.1
<0.1 <0.1 <0.1 <0.1•CO.l •CO.l•CO.l -CO.!
<0. -C0.1<0. <0.1<0. <0.1•CO. <0.1<0. <0.1
<0. •CO.l•CO. <0.1<0. <0.1•CO. <0.1<0.1 <0.1
<0.1 -CO.l<0.1 <0.1<0.1 <0.1•CO.l "CO.l<0.1 <0.1
Member of the SGS Group (Societe Generate de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066209 Date: 22/11/01 FINAL Page 6 of 8
Element. Method. Det.Lim. Units.
L698 + 50E L699 + OOE L699 + 50E L69 10 + OOE L720 + OOE
L720 + 50E L72 1+OOE L72 1+50E L722 + OOE L722 + 50E
L72 3 + OOE L723 + 50E L724+OOE L72 4 + 50E L725 + OOE
L760E*Blk BLANK*StdMMISRMll L76 50E L76 100E
L76 150E L76 200E L76 250E L76 300E L76 350E
L76 400E L76 450E L76 500E L76 550E L76 600E
Sm MMI-D
0.1ppb
0.1"CO.l
0.20.30.2
0.20.2
•CO.l•CO.l•CO.l
0.1•CO.l
0.30.20.1
•CO.l•CO.l•CO.l•CO.l
0.1
0.10.10.1
•CO.l•CO.l
•CO.l0.1
•CO.l0.6
•CO.l
Gd MMI-D
0.1ppb
•CO.l•CO.l•CO.l
0.20.2
0.2•CO 1•CO.l•CO.l•CO.l
•CO.l•CO.l
0.20.1
•CO.l
•CO.l•CO.l•CO.l•CO.l•CO.l
•CO.l•CO.l•CO.l•CO.l•CO.l
•CO.l•CO.l•CO.l
0.4•CO.l
Tb Er Yb MMI-D MMI-D MMI-D
0.1 0.1 0.1ppb ppb ppb
•CO.<0.•CO.•cO.•CO.
•CO.•cO.•cO.<0.•CO.
•CO.•cO.
<0.1 "CO.l<0.1 •COI<0.1 "CO<0.1 <0.•CO.l <0,
<0.1 0.<0. -CO.<0. <0.<0. <0.•CO. -CO.
•CO. •CO 1<0. -cO.l
•cO.l ^cO. -:0.1•cO.l <0. <0.1<0.1 ^. <0.1
<0.1 <0.1 <0.1•cO.l <0.1 <0.1<0.1 <0.1 -CO.l<0.1 <0.1 <0.1<0.1 •CO.l -CO.l
<0. <0.1 <0.1•CO. <0.1 <0.1<0. <0.1 "CO.l•CO. <0.1 <0.1<0. "CO.l -SO.I
<0.1 <0.1 <0.1•CO.l -CO.I <0.1<0.1 <0.1 -CO.l<0.1 <0.1 <0.1<0.1 •CO.l <0.1
Member of the SGS Group (Societe Generale de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066209 Date: 22/11/01 FINAL Page 7 of 8
Element. Method. Det.Lim.Units.
L76 650E L76 700E L740+OOE L74 0 + 50E L74 l +OOE
L74 1+50E L742 + OOE L742 + 50E L743+OOE L743 + 50E
L744 + OOE L744 + 50E L745 + OOE L745 + 50E L746+OOE
L73 0+OOE L730 + 50E L73 l +OOE L73 1+50E L732 + OOE
L732 + 50E L73 3 + OOE L73 3 + 50E L734+OOE L734 + 50E
L73 5 + OOE L73 5 + 50E L73 6 4-GOE*Dup L68 0 + OOE*Dup L68 6 + OOE
SmMMI-D
0.1ppb
0.30.10.10.1
^.1
0.20.10.40.6
0.4•CO.l-CO.l
0.5
^.1<0.1
0.4•iO.l
0.3
0.50.40.1
S!0.10.10.5
*:0.l0.1
GdMMI-D
0.1ppb
0.2•cO.l^.1<0.1'COJ
0.1'CO.l
0.30.5
0.2*C0.1<0.1
0.3
.-0!<0.1
0.3•CO.l
0.2
0.40.3
•CO.l*S:1<0.1<0.1
0.4-CO.l<0.1
Tb ErMMI-D MMI-D
0.1 0.1ppb ppb
•CO. cCO.l<0. <0.1<0. 'CO.l<0. <0.1<0. <0.1
^S; H'l<0. <0.1<0. 0.1-CO. 0.2
^.1 <0.1^.1 <0.1<0.1 <0.1<0.1 0.1
^.1 <0.1<0.1 <0.1•CO.l 0.1<0.1 <0.1<0.1 0.1
^.1 0.<0.1 <0.^.1 <0.
<0.1 <0.
<0.1 -CO.*;o.i <o.<0.1 0.^.1 <0.<0.1 <0.
YbMMI-D
0.1ppb
•c 0.1<0.1<0.1<0.1<0.1
^J;|<0.1
0.10.2
•CO.<0.<0.
0.
•CO.<0.
0.<0.1•CO.l
<0.1<0.1<0.1
^S:!•C0.1<0.1
0.1<0.1<0.1
Member of the SGS Group (Societe Generate de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066209 Date: 22/11/01 FINAL Page 8 of 8
Element. Method. Det.Lim. Units.
*DupL695H-50E*DupL72 1+OOE*DupL76 150E*DupL740-(-OOK*Blk BLANK
*Std MMISRM11*Dup L74 6+OOE*DupL73 5 + 50E*Blk BLANK*StdMMISRMll
Sm GdMMI-D MMI-D
0.1 0.1ppb ppb
TbMMI-D
0.1 ppb
Er YbMMI-D MMI-D
0.1 0.1ppb ppb
CO.l CO.0.2 CO.
CO. co.0. CO.
CO. CO.
CO. CO.CO. CO.
0. CO.CO.l CO.CO.l CO.
cO.l cO.lCO.l cO.lcO.l cO.lcO.l CO.lCO.l CO.l
CO 1 CO.lCO.l CO.lCO.l CO.lCO.l CO.l
CO.lCO.lCO.lcO.lCO.l
CO.lcO.lCO.lcO.l
Member of the SGS Group (Societe Generate de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
1885 Leslie Street Don Mills, Ontario Canada M3B 3J4
To:
CERTIFICATE OF ANALYSIS Work Order: 066210
Temex Resources Corp. Attn: Duane ParnhamTemagami Exploration Company 4307 Kerry Drive, Unit 100 BURLINGTON ON/CANADA/L7L 1V8
Date 23/11/01
Copy 1 to
P.O. No. Project No. No. of Samples Date Submitted Report Comprises
SOIL(MMI)11512/11/01Cover Sheet plusPages 1 to 10
Distribution of unused material: Pulps: Store Rejects: Store
Certified By
ISO 9002 REGISTERED
rGeneral Manager'C/
Subject to SGS General Terms and Conditions
Report Footer: L.N.R.n.a.*INF
= Listed not received l. S. = Insufficient Sample= Not applicable - = No result= Composition of this sample makes detection impossible by this method
M after a result denotes ppb to ppm conversion, 'fo denotes ppm to % conversion
Member of the SGS Group (Societe Generate de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066210 Date: 23/11/01 FINAL Page l of 10
Element. Method. Det.Lim. Units.
L710E L71 50E L71 l GOE L71 150E L71 200E
L71 250E L71300E L71 350E L71 400E L71 450E
L71500E L700N L70 SON L70 100N L70 150N
L70 200N L70 250N L70 300N L70 350N L70 400N
L70 450N L70 SOON L70 550N L70600N L750E
L75 50E L75 100E L75 150E L75 200E L75 250E
MgMMI-D
100ppb
3330990
14101560350
26015903050
600410
480340550360220
340810
1990310350
1850520910
1060250
370610
7060510360
TiMMI-D
1ppb
75264
1134
275955582
-cio
3•ci•ci
•ci22
2•ci
5
116
70135
•CI6
7357
6
CrMMI-D
1ppb
43111
13433
222
•ci-ci
28227
1327
262
1-ci
7-ci
2
CoMMI-D
1ppb
42
•CI41
•CI6
1033
122
•Ci3
-ci2111
61971
•CI•ci
238
-ci
NiMMI-D
3ppb
843
04
O7765
516
584
84258
39
1966
125435
4
521271614
RbMMI-D
1ppb
1730242025
3223172838
4015121742
4133
•CI2330
1821384735
4446123730
SrMMI-D
0.1ppb
41.127.3135
36.419.9
17.452.147.1
8.18.1
11.69.9
12.63.41.5
5.210.751.0
5.614.0
38.711.830.028.5
7.6
4.839.932.618.512.7
YMMI-D
0.1ppb
1.00.3
-CO.l0.1
-CO.l
-cO.l0.20.20.50.4
^.1•CO.l"CO.l•CO.l•CO.l
•CO.l0.50.30.20.2
0.50.20.20.30.2
•CO.I•CO.l
0.90.40.2
NbMMI-D
0.1ppb
•CO.l0.6
-CO.l-CO.l•CO.l
"CO.l•CO.l•CO.l•CO.l•cO.l
•CO.l•CO.l•cO.l-CO.l^.1
•CO.l•CO.l-CO.l-CO.l^.1
•CO.l*co.l"CO.l•CO.l-CO.l
^.1-CO.l
0.2•CO.l^.1
PdMMI-D
0.1ppb
•CO.l-CO.l•CO.l•co.-CO.
•CO.•CO.•CO."CO.l•CO.l
•cO.l•CO.l•CO.l"CO.l•CO.l
-CO.l•CO.l•CO.•CO.l-cO.l
"CO.l-CO.l•CO.l•cO.l-CO.l
-CO."CO.^.•CO.-CO.
BaMMI-D
0.1ppb
132173405293339
232187184105
91.5
219116
64.2109
71.3
163109
65.8120227
412271328
90.3357
192328
49.895.0211
LaMMI-D
0.1ppb
2.60.6
•CO.l0.3
"CO.l
0.20.30.50.90.8
-CO.l-CO.l-CO.l•CO.I
0.4
-CO.l0.50.40.30.2
1.00.30.30.50.4
•CO.l•CO.l
3.21.60.6
TaMMI-D
0.5ppb
•C0.5•CO. 5•CO. 5^.5•C0.5
"C0.5•C0.5-C0.5^.5^.5
•C0.5•CO. 5-C0.5•CO. 5-CO. 5
-C0.5-CO. 5-CO. 5•C0.5•CO. 5
"CO. 5•C0.5•CO. 5•C0.5-CO. 5
•CO. 5•CO. 5-C0.5-C0.5-CO. 5
CeMMI-D
0.1ppb
5.81.2
"CO.l0.70.1
0.63.11.01.51.7
"CO.l-CO.l
0.20.10.5
•CO.l0.70.40.60.4
1.70.40.51.30.6
-CO.l0.2
10.82.00.8
PTMMI-D
0.1ppb
0.80.1
-CO.l*C0.1-co.i"CO.l-CO.l
0.10.20.2
-CO.l-CO.l•CO.l•CO.l•CO.l
^.10.2
•CO.l^.1•CO.l
0.2-CO.l•CO.l
0.1•CO.l
"CO.l•CO.l
0.80.40.1
NdMMI-D
0.1ppb
3.20.5
^.10.3
•CO.l
0.20.30.40.80.7
"CO.l•CO.l
0.1-CO.l
0.2
•CO.l0.60.40.30.2
1.00.30.20.60.4
•CO.l-CO.l
2.71.30.5
Member of the SGS Group (Societe Generale de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066210 Date: 23/11/01 FINAL Page 2 of 10
Element. Method. Det.Lim. Units.
L75 300E L75 350E L75 400E L75 450E L75 500E
L75 550E L75 600E O 15 O 16 O 17
018 O 19 020 O 21022
023*Blk BLANK*StdMMISRMllO 24025
L800 + OOE L800 + 50E L80 1+OOE L80 1 + 50E L802 + OOE
L802 + 50E L803 + OOE L803 + 50E L804+OOE L804 + 50E
MgMMI-D
100ppb
3701100200300
14600
1120900
165001760014600
2000011500237002260013000
8730•c 1001400012100
870
1010880440620290
270380770320320
TiMMI-D
1ppb
3605
1320
3
1659
2•CI
2
226
•CI013
70•Ci•Ci•ci
2
8131
5•CI21
132
5452
CrMMI-D
1ppb
111
125
44244
95885
7•Ci
434
64434
33433
CoMMI-D
1ppb
•Ci6
•Ci2
O
2•ci
4•Ci•Ci
•ci•ci•ci•ci•a
4O
144
75
<l•Ci
2
•ci12
•ai
NiMMI-D
3ppb
481
71221
100
4OO
•C33
O0O
7•C3
558
1663
O4
074
O4
RbMMI-D
Ippb
464
2831
5
3235241118
35
•ci4
22
20•Ci671837
4327454517
3635213811
SrMMI-D
0.1ppb
26.67.87.97.8110
28.097.6
170177197
298114259278214
128•CO.l
230138
13.3
21.010.67.3
15.94.2
5.76.3
20.88.2
21.0
YMMI-D
0.1ppb
•CO.l1.30.10.30.1
0.20.20.1
•CO.l•CO.l
0.20.4
•CO.l*:0.1
0.1
0.3•CO.l•CO.l
0.20.1
0.70.40.20.10.2
0.20.10.20.10.1
NbMMI-D
0.1ppb
•co.l2.5
•CO.l•CO.l•CO.l
•CO.l•CO.l•CO.l•CO.l•CO.l
•CO.l•CO.l•CO.l•co.l•co.l•co.l•co.l•CO.l•CO.l•CO.l
•co.l•co.l•CO.l•co.l•CO.l
•CO.l•CO.l•CO.l•CO.l•co.l
PdMMI-D
0.1ppb
•CO.l•CO.l•CO.l•CO.l•CO.l
•CO.l•:o.i•CO.l•CO.l•co.l
•CO.l•co.l•co.l^.1•co.l
•co.l•co.l•CO.l•CO.l•CO.l
•CO.l•CO.l•CO.l•CO.l•CO.l
•:0.1•CO.l•CO.l•CO.l•CO.l
BaMMI-D
0.1ppb
12976.898.0322
93.4
176193115
91.3113
14061.986.0115162
109•CO.l98.591.6164
181101
87.2207144
127121
77.9157
77.6
LaMMI-D
0.1ppb
•CO.l4.50.20.40.2
0.30.30.20.20.2
0.31.0
•CO.l•CO.l
0.3
0.7•CO.l•CO.l
0.20.3
2.10.60.30.30.4
0.40.10.3
•CO.l0.2
TaMMI-D
0.5ppb
•CO. 5^.5^.5^.5•CO. 5
^.5•CO. 5•CO. 5•CO. 5•CO. 5
^.5^.5^.5•CO. 5•CO. 5
•CO. 5•C0.5•CO. 5•CO. 5^.5
•CO. 5•CO. 5•CO. 5•CO. 5•CO. 5
•C0.5•CO. 5•CO. 5•C0.5^.5
CeMMI-D
0.1ppb
0.29.30.40.80.3
0.50.90.40.40.3
0.51.7
•CO.l0.10.8
1.9*C0.1•CO.l
0.40.4
7.11.40.80.60.9
0.80.30.70.30.5
PrMMI-D
0.1PPb
•CO.l1.0
^.10.1
•CO.l
^.1•CO.l•co.l•CO.l•CO.l
•co.l0.2
•co.l•CO.l•co.l
0.2•CO.l•CO.l•CO.l^.1
0.50.2
•co.l•CO.l•co.l•CO.l^.1*:0.1•CO.l•CO.l
NdMMI-D
0.1ppb
•CO.l3.70.20.40.2
0.30.20.20.20.1
0.30.9
•CO.l•CO.l
0.3
0.7•CO.l•CO.l
0.30.2
1.70.60.40.30.3
0.30.20.30.10.2
Member of the SGS Group (Societe Generale de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066210 Date: 23/11/01 FINAL Page 3 of 10
Element. Method. Det.Lim. Units.
L805 + OOE L780+OOE L780 + 50E L78 1+OOE L78 1+50E
L782 + OOE L782 + 50E L78 3+OOE L78 3 + 50E L784 + OOE
L78 4 + 50E L785 + OOE L785 + 50E L78 6+OOE L78 6 + 50E
L787 + OOE L790E L79 50E L79 l GOE L79 150E
L79 200E L79 250E L79 300E L79 350E L79 400E
L79 450E L79 500E L79 550E L79 600E L770E
MgMMI-D
100ppb
2503350
350370790
10200380
492044204350
361044605070
540340
540520
1100280
1430
190230330180220
280260690370
6260
TiMMI-D
1ppb
•ci13
•ci<\24
3643
631
12
•ci3
15
389
174O54
62
315
0
•ci7
1012
<l
CrMMI-D
1ppb
33245
87533
33235
44825
44432
34342
CoMMI-D
1ppb
14
•ci22
•ci2
•ci•ci•ci•ci•ci•ci
41
54316
2•Ci
6•Ci•Ci
1•ci
1•ci•ci
NiMMI-D
3ppb
15104
144
44
•C3•C30
Ooo
65
14734
19
O673
•C3
O3
OO
6
RbMMI-D
1ppb
283111
g24
3127
241
113
2753
28372041
7
1943283179
40472556
1
SrMMI-D
0.1ppb
7.756.65.9
11.127.9
75.98.2
51.764.669.3
60.248.953.214.312.2
15.911.723.09.4
91.0
4.65.19.05.16.6
7.55.3
16.413.538.7
YMMI-D
0.1ppb
•CO.l0.2
•CO.l•CO.l
0.2
0.30.20.3
^.1•CO.l
•CO.l•CO.l•CO.l•CO.l
0.3
0.20.20.8
•CO.l0.3
0.10.20.30.2
•CO.l
•CO.l0.10.30.2
CO.l
NbMMI-D
0.1ppb
•CO.l•CO.l•CO.l•CO.l•CO.l
•CO.l^.1•CO.l•CO.l•CO.l
•CO.l•CO.l•cO.l•CO.l•CO.l
•CO.l•CO.l
0.2•CO.l^.1
•CO.lCO.l•CO.l•CO.l•CO.l
•CO.l•CO.lCO.l•CO.l•CO.l
PdMMI-D
0.1ppb
•CO.l•CO.l•CO.l•CO.l*c0.1
•CO.l•CO.l•CO.l•CO.l^.1
•CO.l•CO.l•CO.lCO.lCO.l
•CO.l•CO.l•CO.l•CO.l•CO.l
•CO.l•CO.l•CO.l•CO.l•CO.l
•CO.l•CO.lCO.lCO.l•CO.l
BaMMI-D
0.1ppb
202183155
67.299.3
56.9198
23.422.717.6
14.012.614.189.790.1
149105
78.6301
72.7
86.6148113
73.187.5
122176
94.0182
12.0
LaMMI-D
0.1ppb
CO.l0.2
•CO.l•CO.l
0.4
0.70.30.60.2
•CO.l
•CO.l•CO.l•CO.l•CO.l
0.4
0.20.32.1
•CO.l0.4
0.20.20.40.2
•CO.l
CO.l0.20.60.3
•CO.l
TaMMI-D
0.5ppb
•CO. 5CO. 5CO. 5•CO. 5•CO. 5
•CO. 5•CO. 5•CO. 5•CO. 5•CO. 5
•CO. 5•CO. 5•CO. 5C0.5CO. 5
•CO. 5•CO. 5•CO. 5C0.5•CO. 5
•CO. 5CO. 5•CO. 5•CO. 5CO. 5
•CO. 5•CO. 5•CO. 5•CO. 5•C0.5
CeMMI-D
0.1ppb
^.10.7
•CO.l0.11.0
1.42.40.70.1
•CO.l
CO.l•CO.l•CO.lCO.l
1.0
0.60.96.1
•CO.l0.6
0.60.61.10.5
•CO.l
•CO.l0.50.81.9
•CO.l
PTMMI-D
0.1ppb
^.1•CO.l^.1•CO.I
0.1
0.2•CO.l
0.2^.1•CO.l
^.1^.1^.1•CO.l
0.1
•CO.l•CO.l
0.6^.1*C0.1
^.1•CO.l
0.1•CO.l^.1
•CO.l•co.i
0.2^.1•CO.l
NdMMI-D
0.1ppb
•CO.l0.2
•CO.l•CO.l
0.4
0.70.30.70.1
"CO.l
•CO.l•CO.l•CO.l•CO.l
0.4
0.20.32.1
•CO.l0.4
0.20.30.50.3
•CO.l
•CO.l0.30.70.3
•CO.l
Member of the SGS Group (Societe Generale de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066210 Date: 23/11/01 FINAL Page 4 of 10
Element. Method. Det.Lim. Units.
L77 50E L77 l GOE L77 150E L77 200E*Blk BLANK
*Std MMISRM11 L77 250E L77 300E L77 350E L77 400E
L820 + OOE L820 + 50E L82 1+OOE L82 1+50E L822+OOE
L822 + 50E L82 3+OOE L823 + 50E L824 + OOE L81 0 + OOE
LSI 0 + 50E L81 1+OOE LSI 1 + 50E LSI 2+OOE L81 2 + 50E
LSI 3+OOE LSI 3 + 50E L81 4+OOE LSI 4 + 50E*Dup L71 OE
MgMMI-D
100ppb
9130853064909170c loo
15400660
1750570
5460
2301540750200470
95016104900
810240
100190230190180
430290
1170260
3460
TiMMI-D
1ppb
3427
O
-Ci103969
388
ci457•CI
3215
4018
32382
415
368496O4570
99711
826
85
CrMMI-D
1ppb
2333
<l
4557
30
39434
44
1363
46135
74335
CoMMI-D
1ppb
•cicici•cici
1442
10
ci2
CI•ci•ci
1111
•CI
•ci•CIci•cioCI
13
ci4
MiMMI-D
3ppb
4c3c3C3C3
5853
29
O42
5C3
7
6C3
47
C3
c3C3O0
4
47
11C3
9
RbMMI-D
1ppb
2342
•ci
7218154910
4661492315
29303370
9
927326362
435
746216
SrMMI-D
0.1ppb
56.265.160.890.3
•CO.l
24819.330.013.842.3
17.345.315.86.6
29.2
56.290.370.616.67.1
3.23.23.85.18.6
5.317.718.35.0
39.6
YMMI-D
0.1ppb
•CO.lCO.l•CO.l•CO.lCO.l
•CO.l0.50.20.62.0
•CO.l0.4
CO.l0.20.2
0.1•CO.l
0.40.20.2
0.40.4
CO.l0.20.3
0.10.20.2
CO.l1.1
NbMMI-D
0.1ppb
•CO.•CO.•CO.•CO.•CO.
•CO.•co.•CO.•CO.
1.8
co.l1.7
CO.lCO.l
0.8
•CO.l•CO.l
0.90.20.9
0.61.4
•CO.l•CO.l•CO.l
0.11.9
•CO.l•CO.lCO.l
PdMMI-D
0.1ppb
•CO.l•CO.l•CO.l•CO.l•CO.l
•CO.l•CO.l•CO.l•CO.l•CO.l
•CO.lCO.l•CO.l•CO.lCO.l
•CO.l•CO.lCO.l•CO.l•CO.l
•CO.l•CO.lCO.l•CO.l•CO.l
•CO.l•CO.l•CO.lCO.l•CO.l
BaMMI-D
0.1ppb
12.817.522.612.6
•CO.l
97.8167263167159
100361139
83.595.0
182102
54.0149
24.9
11.215.1161
66.974.1
30.666.977.242.4119
LaMMI-D
0.1ppb
•CO.•CO.•cO.
0.•CO.
•CO.l1.40.31.27.8
0.20.7
CO.l0.70.3
0.2CO.l
0.60.50.2
0.80.6
•CO.l0.41.0
0.30.30.5
CO.l2.6
TaMMI-D
0.5ppb
•CO. 5•CO. 5•CO. 5•CO. 5•CO. 5
•CO. 5•CO. 5•CO. 5•CO. 5•CO. 5
•CO. 5CO. 5C0.5C0.5•CO. 5
C0.5•CO. 5•CO. 5•CO. 5•CO. 5
•CO. 5•CO. 5•CO. 5•CO. 5CO. 5
CO. 5•CO. 5C0.5<0.5<0.5
CeMMI-D
0.1ppb
•CO.l•CO.l•CO.l
0.2CO.l
•CO.l3.01.0
10.117.3
0.31.2
•CO.l1.70.7
0.40.11.20.50.6
1.11.10.10.82.1
0.70.61.20.16.2
PrMMI-D
0.1ppb
•CO.l•CO.lCO.lCO.lCO.l
CO.l0.4
CO.l0.31.9
CO.l0.2
CO.l0.2
CO.l
CO.lCO.l
0.2CO.lCO.l
0.20.1
CO.l0.10.2
CO.lCO.l
0.2CO.l
0.9
NdMMI-D
0.1ppb
CO.lCO.lCO.lCO.lCO.l
CO.l1.50.31.37.3
0.20.5
CO.l0.90.2
0.1CO.l
0.60.30.2
0.60.5
CO.l0.51.0
0.40.30.5
CO.l3.5
Member of the SGS Group (SocietS Generate de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066210 Date: 23/11/01 FINAL Page 5 of 10
Element. Method. Det.Lim. Units.
*Dup L70 SON*Dup L75 OE*Dup L75 600E*DupL800 + OOE*DupL78
*DupL78 6 + 50E*Dup L79 500E*DupL82(HOOE*DupL81 1+50E*Blk BLANK
*StdMMISRMll
Mg Ti Cr Co Ni RbMMI-D MMI-D MMI-D MMI-D MMI-D MMI-D
100ppb
610260970830260
380280290210
C 100
14700
1ppb
46
7194
Ci
189
CIC 1<l
Ci
1ppb
33472
6432
CI
5
1ppb
21
< l6
ci
1CIci
1ci
1
3ppb
4c3c3
13C3
5c3C3C3C3
5
1ppb
1337364010
58484632
C 1
71
SrMMI-D
0.1ppb
12.87.8105
19.57.1
12.45.4
17.43.3
CO.l
241
YMMI-D
0.1ppb
CO.l0.20.20.8
CO.l
0.30.1
cO.lCO.lCO.l
CO.l
NbMMI-D
0.1ppb
CO.lCO.lCO.lco.lCO.l
CO.lCO.lCO.lCO.lCO.l
CO.l
Pd BaMMI-D MMI-D
0.1 0.1ppb ppb
CO.l 59.1CO.CO.COCO.
CO.co.CO.
326188171166
96.0175
92.8CO.l 156CO.l CO.l
CO.l 94.5
LaMMI-D
0.1ppb
CO.l0.30.32.3
CO.l
0.40.20.1
CO.lCO.l
CO.l
TaMMI-D
0.5ppb
CO. 5CO. 5CO. 5CO. 5C0.5
CO. 5CO. 5CO. 5CO. 5C0.5
CO. 5
CeMMI-D
0.1ppb
0.20.61.07.5
CO.l
1.20.50.3
CO.lCO.l
CO.l
PTMMI-D
0.1ppb
CO.lCO.lCO.l
0.5CO.l
0.1CO.lCO.lCO.lCO.l
CO.l
NdMMI-D
0.1ppb
CO.l0.40.32.1
CO.l
0.50.30.1
CO.lCO.l
CO.l
Member of the SGS Group (Societe Generale de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066210 Date: 23/11/01 FINAL Page 6 of 10
Element. Method. Det.Lim. Units.
L71 OE L71 50E L71 100E Lil 150E L71 200E
L71 250E L71 300E L71 350E L71 400E L71 450E
L71500E L700N L70 SON L70 l DON L70 150N
L70 200N L70 250N L70 300N L70 350N L70 400N
L70 450N L70 500N L70 550N L70 600N L750E
L75 50E L75 100E L75 150E L75 200E L75 250E
Sin CdMMI-D MMI-D
0.1 0.1ppb ppb
0.6 0.1
0.2•CO. l
0.1 0.1 0.1 0.2 0.2
•CO.l
0.2
•CO. l
0.3
0.1 0.2 0.2
•CO.l
0.5 0.2 0.1
0.5
•co.i
0.2 0.1
•CO. l
0.1
0.1
0.1 •iO.l
0.40.2
•CO.l
TbMMI-D
0.1 ppb
Er YbMMI-D MMI-D
0.1 0.1ppb ppb
0.1•CO.l•CO.l
•CO.l
•CO.l
-CO.l
•CO.l
•CO.l•CO.l
•CO.l
Member of the SGS Group (Societe Generale de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066210 Date: 23/11/01 FINAL Page 7 of 10
Element. Method. Det.Lim. Units.
L75 300E L75 350E L75 400E L75 450E L75 500E
L75 550E L75 600E O 15 O 16 017
O 18 O 19 O 20021022
023*Blk BLANK*StdMMISRMll O 24 O 25
L800+OOE L800 + 50E L80 1+OOE L80 1+50E L802 + OOE
L802 + 50E L803+OOE L803 + 50E L804+OOE L804 + 50E
Sm GMMI-D MMI-I
0.1 0.ppb pp
•CO.l •CO.0.6 0.'
•CO.l -CO.0.2 •CO.
•CO.l -CO.
•CO.l <0.0.1 -CO.
•CO.l -CO.•CO.l •CO.•CO.l -CO.
•CO.l •CO.0.2 0.
•CO.l *CO.<0.1 -CO.<0.1 <0.
0.2 <0.•CO.l -CO.<0.1 <0.<0.1 -CO.<0.1 <0.
0.4 o.:0.1 -CO.
•CO.l -CO.<0.1 -CO.
0.1 <0.
<0.1 <0.
^.1 <0.<0.1 <0.<0.1 *CO.
J Tb) MMI-D1 0.1) ppb
<0.1l <0.1
<0.1<0.1<0.1
•C0.1<0.1<0.1<0.1* 0 - 1•CO.l•CO.l•CO.l•CO.l•co.l•CO.l•CO.l•CO.l
l •CO.ll .CO.l
! -CO.I[ ^.1L <0.1
<0.11 .CO.l
•co.l1 <0.11 .CO.l1 <0.1
ErMMI-D
0.1ppb
.CO.l0.2
•CO.l•CO.l•CO.l
•CO.l•CO.l•CO.l•CO.l•CO.l
•CO.l•CO.l•CO.l•CO.l•CO.l
•CO.l•CO.l•CO.l•CO.l10.1
•CO.l•CO.l•CO.l.CO.l.CO.l
•CO.l
.CO.l•CO.l•CO.l
YbMMI-D
0.1ppb
•CO.l0.2
•CO.l•CO 1.CO.l
•CO.l•CO.l•CO.l•CO.l^.1
•CO.l•CO.l•CO.<0.•CO.
<0.<0.<0.<0.•CO.
<0.1<0.1<0.1<0.1•CO.l
•CO.l
^o!i<0.1<0.1
Member of the SGS Group (Societe Generale de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066210 Date: 23/11/01 FINAL Page 8 of 10
Element. Method. Det.Lim. Units.
L805 + OOE L780 + OOE L780 + 50E L78 l +OOE L78 1+50E
L782+OOE L782 + 50E L78 3 4-GOE L783 + 50E L784+OOE
L784 + 50E L785+OOE L785 + 50E L78 6+OOE L78 6 + 50E
L78 7+OOE L790E L79 50E L79 l GOE L79 150E
L79 200E L79 250E L79 300E L79 350E L79 400E
L79 450E L79 500E L79 550E L79600E L770E
SmMMI-D
0.1ppb
CO.lCO.lCO.lCO.l
0.1
0.1CO.l
0.1CO.lCO.l
CO.lCO.lCO.lCO.l
0.1
CO.lCO.l
0.4CO.lCO.l
CO.l0.10.1
CO.lCO.l
CO.lCO.l
0.20.1
CO.l
Gd TbMMI-D MMI-D
0.1 0.1ppb ppb
cO.l CO.lCO.l CO.lcO.l cO.lCO.l CO.lCO.l CO.l
CO.l cO.lCO.l CO.lCO.l CO.lco.i •cO.lCO.l CO.l
CO.l CO.lcO.l CO.lcO.l cO.lCO.l CO.lCO.l CO.l
CO.l CO.lCO.l cO.l
0.2 cO.lCO.l CO.lCO.l CO.l
CO.l CO.lcO.l cO.lCO.l CO.lCO.l CO.lCO.l CO.l
CO.l CO.lcO.l CO.lco.i co.iCO.l CO.lcO.l CO.l
ErMMI-D
0.1ppb
cO.lCO.lcO.lCO.lCO.l
CO.lCO.lcO.l•CO.lCO.l
CO.lCO.lcO.lcO.lCO.l
CO.lcO.l
0.1CO.lCO.l
CO.lCO.lcO.lcO.lCO.l
CO.lCO.lCO.lCO.lco.i
YbMMI-D
0.1ppb
CO.lCO.lCO.lCO.lCO.l
CO.lCO.lCO.lCO.lCO.l
CO.lCO.lCO.lCO.lCO.l
cO.lCO.lCO.lCO.lCO.l
CO.lCO.lcO.lCO.lCO.l
CO.lCO.lco.iCO.lCO.l
Member of the SGS Group (Societe Generale de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066210 Date: 23/11/01 FINAL Page 9 of 10
Element. Method. Det.Lim. Units.
L77 50E L77 100E L77 150E L77 200E*Blk BLANK
*Std MMISRM11 L77 250E L77 300E L77 350E L77 400E
L82 O H-GOE L820 + 50E L82 1+OOE L82 1+50E L822 + OOE
L822 + 50E L823+OOE L823 + 50E L824 + OOE L81 0+OOE
LSI 0 + 50E L81 1+OOE L81 1 + 50E LSI 2+OOE L81 2 + 50E
LSI 3 + OOE LSI 3+50E LSI 4+OOE LSI 4 + 50E*Dup L71 OE
SmMMI-D
0.1ppb
•CO.l•CO.l•CO.lCO.l•CO.l
CO.l0.30.10.31.3
•CO.l0.2
cO.l0.2
•CO.l
•cO.l•CO.l
0.1•CO.l•CO.l
0.1•CO.lCO.l
0.10.2
CO.l•CO.l
0.1•cO.l
0.7
GdMMI-D
0.1ppb
•CO.l•cO.l•CO.l•CO.I•CO.l
•CO.l0.2
•cO.l0.20.9
•CO.l0.1
•CO.l0.1
•CO.l
•CO.lCO.l
0.1•CO.l•cO.l
0.1•CO.l•CO.l•CO.l
0.2
CO.lCO.lCO.l•CO.l
0.5
Tb ErMMI-D MMI-D
0.1 0.1ppb ppb
cO.l •CO.cO.l •CO.cO.l -CO.CO.l •CO.•CO.l CO.
•CO.l cO.l•CO.l CO.l•CO.l CO.lCO.l CO.l
0.1 0.3
CO.l cO.lcO.l cO.lCO.l cO.lCO.l cO.lCO.l CO.l
CO.l CO.lcO.l cO.lCO.l CO.lCO.l cO.lCO.l CO.l
cO.l cO.lCO.l CO.lCO.l CO.lCO.l cO.lCO.l CO.l
CO.l cO.lCO.l •CO.lco.i co.iCO.l CO.lco.i o.i
YbMMI-D
0.1ppb
CO.lCO.lCO.lcO.lCO.l
cO.lco.iCO.lCO.l
0.2
CO.lCO.lCO.lCO.lCO.l
CO.lCO.lCO.lCO.lCO.l
CO.lCO.lCO.lCO.lCO.l
CO.lCO.lCO.lCO.l
0.1
Member of the SGS Group (Societe Generate de Surveillance)
XRAL XRAL LaboratoriesA Division of SGS Canada Inc.
Work Order: 066210 Date: 23/11/01 FINAL Page 10 of 10
Element. Method. Det.Lim. Units.
*Dup L70 SON*Dup L75 OE*Dup L75 600E*Dup L80 0 + OOE*DupL7804-50E
*DupL786 + 50E*Dup L79 500E*DupL82 0+OOE*DupL81 1+50E*Blk BLANK
*StdMMISRMll
Sin CdMMI-D MMI-D
0.1 0.1ppb ppb
0.2 0.1 0.5
0.20.1
•CO. l
TbMMI-D
0.1 ppb
•CO. l•CO. l <0.
0.3
0.1
•CO. l
Er YbMMI-D MMI-D
0.1 0.1ppb ppb
•CO. l
0.1
•CO. l
•CO.l
Member of the SGS Group (Societe Generale de Surveillance)
APPENDIX C
MMI SOIL SAMPLE DESCRIPTIONS
Mobile Metal loo Soil Survey, Keating Anomaly Follow-up
L70. 0+OON to 6+OON. Chambers Tp.. Claim 1203045Station
0+OON
0+50N1+OON
1+50N
2+OON
2+50E
3+OOE
3+50E
4+OOE4+50E5+OOE
5+50E
6+OOE
Easting
582413
582399582387
582336
582338
582312
582287
582270
582253582235582204
582180
582167
Northing
5218261
52182975218323
5218392
5218420
5218470
5218524
5218588
5218617521B6625218712
5218749
5218801
Surface slope 0Expression
undulatingflatflatundulating
ridged north 20
apronundulatingapron north 4undulatingundulatingflatundulatingflatundulating north 2undulating south 1undulating south 1
undulating west 5
ridged
Drainage
well
wellwell
well
well
well
poor
moderate
wellwellwell
well
well
Vegetation
mixed conifer
conifermixed conifer
conifer
conifer
conifer
bog, spruce
conifer
coniferconifermixed conifer
mixed conifer
conifer
Horizon
B
BB
B
B
B
Ao
B
BBB
B
B
MaterialThickness
3
33
1A
1A
3
3
3
331A
3
1A
Colour
medium-brown
orange-brownmedium-brown
orange-brown
medium-brown
dark-brown
black
medium-brown
medium-brownmedium-brownmedium-brown
pale-brown
pale-brown
Texture
sand
sandsand
sand
sand
sand
organic
sand
sandsandsand
sand
sand
Clast
few pebblesfew cobblesfew pebblesfew pebblesfew cobblesfew pebblesfew cobblesfew pebblesfew cobblesfew pebblesfew cobbles
few cobbles
few pebblescommon cobblesfew pebblesfew cobblesfew pebblesfew cobblesfew pebblesfew cobbles
Remarks
till, top of broad hill
till, top of broad hilltill, top of broad hill
till, top of ridge
till
till.
forest litter
till
tilltilltill
till
till, sedimentary outcrop
L71. 0+OOE to 5+OOE. Chambers Tp.. Claim 1203045Station
0+OOE0+50E
1+OOE
Easting
582550582579
Northing
52186485218656
Surface slope 'Expression
undulating west 3undulatingflatundulatingflat
Drainage
wellwell
well
Vegetation
coniferconifer
conifer
Horizon
BB/A
B/A
MaterialThickness
33
3
Colour
medium-browngray-brown
medium-brown
Texture
sandsand
sand
Clast
common pebblesfew pebbles
common pebblesfew cobbles
Remarks
till, start of linetill, reforested, disturbed.off-line stationtill, reforested, disturbed
Temex Resources Corporation, Wilson Lake Diamond Project
Mobile Metal ton Soil Survey, Keating Anomaly Follow-up
L71. 0+OOE to 5+OOE. Chambers Tp.. Claim 1203045 continuedStation
1+50E
2+OOE
2+50E3-t-OOE
3+50E4+OOE
4+50E
5+OOE
Easting Northing SurfaceExpressionundulatingflatundulatingflatundulatingundulatingflatundulating
582956 5218633 undulating
undulating
583045 5218649 undulatingflat
L72. 0+OOE to 5+OOE. Chambers Tp.. ClaimStation
0+OOE
0+50E
1+OOE
1+50E
2+OOE
2+50E
Easting Northing SurfaceExpression
580040 5219409 levelridged
steepridgedveneerinclinedblanketridgedinclinedblanketridgedinclinedblanketridgedsteeptread
slope "
east 2
east 2north
north 2
1203044slope "
west 40
west 35
wests
west 25
north 45
Drainage
poor
well
wellwell
wellmoderate
moderate
well
Drainage
poor
well
well
well
well
well
Vegetation
conifer
conifer
coniferconifer
mixed conifermixed conifer
conifer
mixed deciduous
Vegetation
scrub
conifer
mixed conifer
scrub, mix
coniferscrub deciduous
conifer
Horizon
B/A
B/A
B/AB/A
BB
B
B
Horizon
Ao
B
B
B
B
B
MaterialThickness
3
3
33
1A1A
3
3
MaterialThickness
3
1
2
2
2
1A
Colour
pale-brown
orange-brown
pale-browngrayish-brown
pale-brownmedium-brown
medium-brown
orange-brown
Colour
black
gray-brown
orange-brown
gray-brown
dark brown
orange- brown
Texture
sand
sand
sandsand
sandsand
silly-sand
sand
Texture
organic
silly-sand
silly-sand
sitty-sand
silty-sand
silly-sand
Clast
few pebblesfew cobblesfew pebbles
common pebblefew pebble
few pebblefew pebblesfew cobblesfew pebblesfew cobblesfew pebblesfew cobbles
Clast
few pebbles
common pebblefew cobblesfew bouldersrare pebble
few pebbles
common pebblecommon cobble
Remarks
till, reforested, disturbed
till, reforested, disturbed
till, reforested, disturbedtill, reforested, disturbed
tilltill, off-line
till
till
Remarks
forest litter, N-S linear depressiontalus filledgranite-sedimentary contact.colluvium from weatheredgranite outcrop, talus blocks
till, granite outcropupland
till, granite outcrop uplandboulder erratic on surfacetill, talus blocks, adjacent toN-S granite outcrop ridge
till pocket, granite outcropupland, pink coarse-grained
Temex Resources Corporation, Wilson Lake Diamond Project
Mobile Metal Ion Soil Survey, Kenting Anomaly Follow-up
L72. 0+OOE to 5+OOE. Chambers Tp.. Claim 1203044 continued3+OOE
3+50E
4+OOE
4+50E
5+OOE
ridgedsteepveneerridgeinclinedblanketapronridgeinclinedblanketinclinedblanket
580500 5219399 inclinedblanket
L73. 0+OOE to 6+OOE. Chambers TD.. ClaimStation
0+OOE
0+50E
1+OOE
1+50E
2+OOE
Easting Northing SurfaceExpression
580347 5219444 apronblanketinclinedinclinedblanketapronveneerridgedtreadtreadinclinedblanketridgedaproninclinedblanket
north 45
west 15
west 25
north-west15
north 20
1203044slope "
north-west15
north-west10
north-east6
north 20
north 15
well mix conifer
well scrub deciduous
well mix conifer
poor scrub deciduous
well scrub mix
Drainage Vegetation
well scrub mix
well scrub deciduous
moderate scrub mixdeciduous
well scrub conifer
moderate scrub coniferrunoff
B 1A gray-brown
B 2 orange-brown
B 2 yellow-brown
A 1A dark-brown toblack
B 2 orange-brown
Horizon Material ColourThickness
B 2 gray-brown
B 2 orange-brown
B 1A gray-brownto black
B 2 orange-brown
B 3 orange-brown
clayey-silty-sand
silly-sand
silty-sand
sand withorganicsilty-sand
Texture
silty-sand
silty-sand
silty-sand
silty-sand
silty-sand
few pebble
common pebblecommon cobblecommon boulder
few pebblefew cobble
few pebblefew cobble
Clast
few pebble
abundant pebbleabundant cobbleabundant boulder
abundant pebbleabundant cobbleabundant boulder
till in pocket in talus blocks.at base of granite outcrop upland
till, talus blocks, granite outcrop ridge east of station
till, boulder lag
organic layer in old logging road, disturbed, boulder in hole till, erratic sedimentary boulder on surface, whalesback granite outcrop knob
Remarks
till, nearby granite outcrop knob
glacial deposits, nearby graniteoutcroptill, overlying talus blocksfrom nearby granite outcropupland
till, granite upland
glacial deposit, boulder erratic, base of granite upland
Temex Resources Corporation, Wilson Lake Diamond Project
Mobile Metal Ion Soil Survey, Keating Anomaly Follow-up
L73. 0+OOE to 6+OOE. Chambers Tp.. Claim 1203044 continued2+50E
3+OOE
3+50E
4+OOE
4+50E
5+OOE
5+50E
6+OOE
aproninclinedblanketaproninclinedblanketlevel
580749 5219458 inclinedsteepridged
580809 5219458 inclinedblanket
580864 5219478 inclinedblanket
580910 5219473 inclinedblankethummocky
580956 5219444 inclinedblanket
L74. 0+OOE to 6+OOE. Chambers TD.. ClaimStation
0+OOE
0+50E
HOOE
1+50E
Easting Northing SurfaceExpression
580949 4219525 inclinedblanketinclinedveneertreadridged
581049 5219517 inclinedblanketinclinedblankethummocky
north-west8
wests
north 45
north-west15
south 15
south 15
south 15
1203044slope "
south-east15
easts
west 20
north-west15
poorrunoff
poorrunoff
well
well
well
well
well
moderaterunoff
Drainage
well
moderaterunoff
well
well
scrub mudeciduous
scrub mixdeciduous
scrub mixdeciduous
scrub mixdeciduous
conifer
scrub mixdeciduousscrub mixdeciduous
scrub mixconifers
Vegetation
scrub mixdeciduousconifer
scrub decidi
scrub mixdeciduous
A-B 3 orange-brown silty-sand to brown-black with
organic B 2/1A yellow-brown silty-sand
B 3/2/01 orange-brown silty-sand
B 3 orange-brown silty-sand
B 2 orange-brown sitty-sand
B 2 orange-brown silty-sand
B 2 yellow-brown silty-sand
B 2 gray-brown silty-sand
Horizon Material Colour Texture Thickness
B 2 yellow-brown silty-sand
B 1A gray-brown sand
B 2/3/01 orange-brown silty-sand
B 2 orange-brown silty-sand
abundant pebble abundant cobble abundant boulder abundant pebble abundant cobble abundant boulder abundant pebble abundant cobble abundant boulder abundant pebble abundant cobble abundant boulder few pebble
few pebble
few pebble
few pebble
Clast
few pebble
few pebble
few pebble few cobble few pebble few cobble few boulder
glacial deposit, gravel pit area, disturbed
glacial deposit, gravel pit area, disturbed
glacial deposit, undisturbed, granite outcrop
glacial deposit, disturbed
till, granite erratic, granite outcrop to north, gravel pit area till, logged area
till, logged area, granite outcrop knobs
till, granite erratic
Remarks
till, granite erratic, granite outcrop to north glacial deposit, granite outcrop lowest
till. 10 m outcrop granite ridge
till, logged area
Temex Resources Corporation, Wilson Lake Diamond Project
Mntfil Inn Soil Survey, Knntmg Anomaly Follow-up
L74. 0+OOE to 6+OOE. Chambers Tp.. Claim 1203044 continued2+OOE
2+50E3+OOE
3+50E
4+OOE4+50E5+OOE
5+50E
6+OOE
581197581252
52195135219523
inclinedblankethummockyinclinedinclinedsteepridgedundulating
undulatingundulatingundulatinglevelundulating
undulatingblanket
L75. 0+OOE to 6+OOE. Chambers Tp.. Claim
Station
0+OOE0+50E
1+OOE1+50E
2+OOE2+50E3+OOE3+50E4+OOE4+50E
5+OOE
Easting
581200581217
581241581279
581356581386581413581479581514581554
581582
Northing
52201775220184
52202045220235
522028552203135220334522037652204215220435
5220472
SurfaceExpression
undulatingundulating
undulatingundulatingflatundulatingundulatingundulatingundulatingundulatingundulatingflatflat
L75. 0+OOE to 6+OOE. Chambers TD.. Claim5+50E
6+OOE
581604
581655
5220487
5220524
undulating
undulating
north 15
north 20north-east
35
west 3
west3east 2
south-east2
east3
1203044
slope "
southeast
west
south-westwestsoutheasteast
moderate scrub mnrunoff deciduous
well coniferwell scrub mix
deciduous
moderate scrub mixdeciduous
moderate coniferwell coniferwell conifer
well mix deciduous
moderate mix conifer
Drainage Vegetation
well mixed coniferwell conifer
well mixed coniferpoor bog. alder
poor deciduouswell scrub-deciduouswell scrub-deciduous
moderate mixed deciduouswell mixed deciduouswell mixed deciduous
poor bogmixed conifer
B
BB
B
BA/BA/B
A/B
B
Horizon
BB
BB
BBBBBB
B
2
22
3
333
3
3
MaterialThickness
31A
1A3
333
1A33
3
orange-brown
orange-browngray-brown
medium-brown
gray-brownmedium-brownpale-brown
medium-brown
medium-brown
Colour
orange-brownpale-brown
medium-brownbrown
brownyellow-brownmedium-browngray-brownorange-brownpale-brown
gray
silty-sand
silty-sandsilty-sand
silty-sahd
silty-sandsandsand
sand
sand
Texture
sandsand
sandsandgravelclayey-sandsandsandsilty-sandsandsand
clayey-sand
few pebble
few pebblecommon pebblecommon cobblecommon boulderrare pebblecommon cobblecommon pebblecommon pebblecommon pebble
common pebble
common pebble
Clast
few pebblefew pebblesfew cobblesfew pebblefew pebblefew pebblesfew cobblesfew pebblesfew pebblesfew pebblesfew pebblesfew pebbles
few pebbles
till, granite erratic
till, granite uplandtill, slope creep
till, adjacent to old loggingroadtilltill, reforestedtill, reforested
till
till
Remarks
till, ridge toptill pocket, ridge top
tilltilltill
tilltilltilltilltill, claim line
till
1203044 continuedsouth
east
well mixed conifer
well mixed deciduous
B
B
1A
3
dark-brown
medium-brown
sand
sand
few pebblesfew cobblescommon pebbles
till
till
Temex Resources Corporation, Wilson Lake Diamond Project
ONTARIO MINISTRY OF NORTHERN DEVELOPMENT AND MINES
Transaction No:
Recording Date:
Approval Date:
Client(s):303055
Survey Type(s):
W0270.00147
2002-JAN-25
2002-JAN-29
Work Report Summary
Status: APPROVED
Work Done from: 2001-NOV-01
to: 2001-NOV-03
TEMEX RESOURCES LTD.
BENEF
Work Report Details:
Claim*
S 1203044
S 1203045
Perform
34,325
31,766
36,091
Perform Approve
34,325
31,766
36,091
Applied
34,800
31,291
36,091
Applied Approve
34,800
31,291
36,091
Assign
303475
3475
Assign Reserve Approve Reserve Approve Due Date
0
475
3475
SO
SO
SO
SO 2004-OCT-05
SO 2003-OCT-05
SO
Status of claim is based on information currently on record.
31M04NW2020 2.22840 CHAMBERS 900
2002-Feb-22 14:01 Armstrong_d Page 1 of 1
Ministry ofNorthern Developmentand Mines
Date: 2002-FEB-21
Ministere du Developpement du Nord et des Mines Ontario
GEOSCIENCE ASSESSMENT OFFICE 933 RAMSEY LAKE ROAD, 6th FLOOR SUDBURY, ONTARIO P3E6B5
TEMEX RESOURCES LTD. 4307 KERRY DRIVE, SUITE 100 BURLINGTON, ONTARIO L7L 1V8 CANADA
Tel: (888)415-9845 Fax:(877)670-1555
Dear Sir or Madam
Submission Number: 2.22840 Transaction Number(s): W0270.00147
Subject: Approval of Assessment Work
We have approved your Assessment Work Submission with the above noted Transaction Number(s). The attached Work Report Summary indicates the results of the approval.
At the discretion of the Ministry, the assessment work performed on the mining lands noted in this work report may be subject to inspection and/or investigation at any time.
If you have any question regarding this correspondence, please contact STEVEN BENETEAU by email at steve.beneteau@ndm.gov.on.ea or by phone at (705) 670-5855.
Yours Sincerely,
Ron GashinskiSenior Manager, Mining Lands Section
Cc: Resident Geologist
Dan Peter Bunner (Agent)
Temex Resources Ltd. (Assessment Office)
Assessment File Library
Temex Resources Ltd. (Claim Holder)
Visit our website at http://www.gov.on.ca/MNDM/LANDS/mlsmnpge.htm Page: 1 Correspondence 10:16901
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Ministry of Natural Resources District NORTH BAY
TOPOGRAPHIC LAND TENURE
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MAP
Date y Time of Issue Jan 30 2002
TOWNSHIP l AREA
CHAMBERS
08:18h Eastern
PLAN
Q-3416
ADMINISTRATIVE DISTRICTS l DIVISIONSMining Division Sudbury Land Titles/Ragistry Division NIPISSING
Ministry of Natural Resources District NORTH BAY
TOPOGRAPHIC LAND TENURE
:Q
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LAND TENURE WITHDRAWALS
OiDvi nCcntKRWlimiai'Hiilrkt
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